Laserfiche WebLink
Cambria Environmental Technology, Inc BORING/WELL LOG <br /> 5900 Hollis Street, Suite A <br /> Emeryville, CA 94608 <br /> Telephone 510-420-0700 <br /> Fax 510-420-9170 <br /> CLIENT NAME Shell Oil Products US BORINGIWELL NAME MW-13 <br /> JOB/SITE NAME Former Shell Service Station 1 Econo Gas DRILLING STARTED 21-Nov-05 <br /> LOCATION 880 Victor Road,Lodi DRILLING COMPLETED 22-Nov-05 <br /> PROJECT NUMBER 247-0955-013 T�^ WELL DEVELOPMENT DATE(YIELD) NA _ <br /> DRILLER _ Gregg Drilling GROUND SURFACE ELEVATION 5428 <br /> DRILLING METHOD Hollow-stem auger TOP OF CASING ELEVATION 53 98 ft <br /> BORING DIAMETER 10" SCREENED INTERVAL 48 to 63 ft bgs <br /> LOGGED BY Ron Barone DEPTH TO WATER(First Encountered) 58 5 ft(22-Nov-05) <br /> REVIEWED BY Aubrey Cool,PG 7659 DEPTH TO WATER(Static) NA 1 <br /> REMARKS Airknife cleared to 5 fbq <br /> o o, <br /> CL CL � w z =u, = v <br /> o a m 0 ¢ � w p LITHQLOGIC DESCRIPTION WELL DIAGRAM <br /> IL C7 U w <br /> ASPHALT <br /> 03 <br /> Silty SAN (SM), brown,dry,5%clay,45%silt,50% <br /> sand,no plasticity <br /> SM <br /> 5 Silty SAN (SM),brown,dry,5%clay,45%silt,50% <br /> sand, no plasticity <br /> — ------------------- _— _ 70 <br /> ,0 <br /> 0 12 <br /> 20 10 SM Poorly graded SAND with sil(SP-SM), light brown dry <br /> 10%silt,90%sand,no plasticity,dense <br /> 120 <br /> a <br /> o ,n Poorly graded SAND(SP) light yellowish brown,dry, <br /> 15 100%sand no plasticity,medium dense <br /> t� i6 <br /> s0 MW 53 Poorly graded SAND SP ,Is brown <br /> i5 ,s SP ht yellowish( ) 9 Y dry, <br /> 0 20 100%sand no plasticity,medium dense <br /> Portland Type <br /> o ill i <br /> 5 <br /> CL 14 <br /> 1B Poorly g27 raded SAND(SP),light yellowish brown,dry, <br /> 25 100%sand,no plasticity,dense <br /> Z <br /> 270 <br /> U <br /> J <br /> m <br /> W 10 <br /> a <br /> ca <br /> 1MW 13 300 29 SILT with sand ML ,grayish brown,d�.5%clay, <br /> 70% <br /> silt,25%sand, no plasticity hard <br /> a <br /> �' sa SILT with sand(ML),light grayish brown,dry, 10%clay, <br /> ,q ML 75%silt, 15%sand,no plasticity, hard <br /> 0 is <br /> 35 <br /> Continued Next Page PAGE 1 OF 2 <br />